6/10/01Network Problems: DJK1 Network Problems Chapters 9 and 10.

Slides:



Advertisements
Similar presentations
WBS: Lowest level OBS: Lowest level
Advertisements

Chapter 7 Project Management
Project Management Projects are unique, one-time operations designed to accomplish a specific set of objectives in a limited timeframe Project managers.
1 1 Slide © 2006 Thomson South-Western. All Rights Reserved. Slides prepared by JOHN LOUCKS St. Edwards University.
Chapter 13 Project Scheduling: PERT/CPM
Chapter 9 Project Scheduling: PERT/CPM
1 1 Slide © 2008 Thomson South-Western. All Rights Reserved Slides by JOHN LOUCKS St. Edwards University.
ES=32 EF=34 LS=33 LF=35 ES=10 EF=16 LS=10 LF=16 ES=4+6=10 EF=10 LS=4
1 1 Slide © 2001 South-Western College Publishing/Thomson Learning Anderson Sweeney Williams Anderson Sweeney Williams Slides Prepared by JOHN LOUCKS QUANTITATIVE.
1 Lecture by Junaid Arshad Department of Engineering Management Abridged and adapted by A. M. Al-Araki, sept WBS: Lowest level OBS: Lowest level.
A simple set of tasks in “timeline-schedule” form Req. Gathering Req. Analysis High Level Design Detail Design & Code Test Case DevelopmentTest Execution.
© 2004 by Prentice Hall, Inc., Upper Saddle River, N.J Operations Management Project Management Chapter 3 - Heizer.
Project Scheduling Basic Approach. projectA project is a collection of tasks that must be completed in minimum time or at minimal cost. activitiesIt is.
Gantt Chart Graph or bar chart with a bar for each project activity that shows passage of time Provides visual display of project schedule Slack amount.
1 1 Slide © 2004 Thomson/South-Western Chapter 12 Project Scheduling: PERT/CPM n Project Scheduling with Known Activity Times n Project Scheduling with.
1 1 Slide © 2000 South-Western College Publishing/ITP Slides Prepared by JOHN LOUCKS.
Tutorial 2 Project Management Activity Charts (PERT Charts)
Stochastic Modeling & Simulation Lecture 6: Intro to Project Management – CPM.
1 1 Slide © 2011 Cengage Learning. All Rights Reserved. May not be scanned, copied or duplicated, or posted to a publicly accessible website, in whole.
Manjari Akella Pranava Nagpal B-Tech(CSE) 4 th Year.
Project Scheduling Basic Approach. projectA project is a collection of tasks that must be completed in minimum time or at minimal cost. activitiesIt is.
MGMT 483 Week 8 Scheduling.
5/4/20151 NETWORK SCHEDULING TECHNIQUES. 5/4/20152 Network Diagrams  PMI defines the scheduling process as: “the identification of the project objectives.
ELC 347 project management
1 1 Slide © 2009 South-Western, a part of Cengage Learning Slides by John Loucks St. Edward’s University.
Project Networks. A,4 B,3 C,4 D,6 E,3 H,6 F,5 G,4 I,2 St,0 Fin,0 Example Network - terminology C,t Activity Duration of Activity (ES, LS) Early Start.
Project Management OPER 576 Project Networks Greg Magnan, Ph.D. April 29, 2004.
Project Scheduling: Networks, Duration Estimation, and Critical Path
Network Optimization Models
Prepared by Lee Revere and John Large
PERT/CPM Models for Project Management
1 1 Slide © 2008 Thomson South-Western. All Rights Reserved Slides by JOHN LOUCKS St. Edward’s University.
Chapter 10 Project Scheduling: PERT/CPM
Module 5 – Networks and Decision Mathematics Chapter 24 – Directed Graphs.
1 Slide © 2005 Thomson/South-Western Chapter 10 Project Scheduling: PERT/CPM Project Scheduling with Known Activity Times Project Scheduling with Known.
6. Project Management.
Projects: Critical Paths Dr. Ron Lembke Operations Management.
Project Management Techniques.
1 Material Management Class Note # 5-A ( in review ) Project Scheduling & Management Prof. Yuan-Shyi Peter Chiu Feb
NetworkModel-1 Network Optimization Models. NetworkModel-2 Network Terminology A network consists of a set of nodes and arcs. The arcs may have some flow.
Project Management Chapter 3 BUSI 2106 – Operations Management.
Project Management CPM, PERT, Crashing – An Illustrative Example
The Critical Path – Precedence diagram method Luise Lorenz Christina Mohr.
MANA 705 DL © Sistema Universitario Ana G. Méndez, All rights reserved. W6 6.2 Operation Management Operation Management Managing Projects Techniques.
Copyright 2006 John Wiley & Sons, Inc. Beni Asllani University of Tennessee at Chattanooga Project Management Operations Management - 5 th Edition Chapter.
© 2004 by Prentice Hall, Inc., Upper Saddle River, N.J Network Planning Methods Example CPM : Saint Paul’s Hospital Network Planning Methods.
Network Planning Methods Example PERT & CPM
1 1 Project Scheduling PERT/CPM Networks. 2 2 Originated by H.L.Gantt in 1918 GANTT CHART Advantages - Gantt charts are quite commonly used. They provide.
1 Material Management Class Note # 6 Project Scheduling & Management Prof. Yuan-Shyi Peter Chiu Feb
1 1 © 2003 Thomson  /South-Western Slide Slides Prepared by JOHN S. LOUCKS St. Edward’s University.
Project Management – Part 1. Overview What is a project? Project management techniques Activity lists Network diagrams Critical path analysis Gant charts.
Project Planning & Scheduling What is a “project”? Objectives and tradeoffs Planning and Control in Projects Scheduling Methods Constant-Time Networks.
IE 366 Chapter 6, Section 10 Project Planning and Scheduling.
Scheduling Scheduling : is the process of converting a project action plan into an operating time table. Why scheduling ? To answer the following questions:
Project Management.
Project Management MGT 30725
Project Management: PERT/CPM
Project Scheduling Lecture # 1.
Project Management for Business
Project Time Management.
Projects: Critical Paths
PROJECT MANAGEMENT WITH CPM/PERT.
Decision making and Organization Management
Project Scheduling: networks, duration estimation, and critical path
Project Management CPM Method Tutorial-p1
תזמון פרויקטים.
BEST VIEWED IN SLIDE SHOW MODE
Slides Prepared by JOHN LOUCKS
Exercise – A small building.
Planning and Managing Projects
Presentation transcript:

6/10/01Network Problems: DJK1 Network Problems Chapters 9 and 10

6/10/01Network Problems: DJK2 General Networks consist of nodes and arcs A node is either an origin or a destination An arc connects two nodes and may represent distances, costs or flows

6/10/01Network Problems: DJK3 Types of Problems Shortest distance Minimum spanning tree Maximum flow Project management

6/10/01Network Problems: DJK4 Shortest Distance Start by drawing the network as shown on page 410 Then label the nodes closest to the start with tentative distances and most recent node, e.g. node 2 [15,1] and node 3 [10,1] The closest node (#3) now becomes a “solved node”

6/10/01Network Problems: DJK5 Continued We now repeat the process, using nodes 1 and 3. This gives us temporary values for nodes 2 and 5 [13,3] and [14,3] By continuing this process, we get nodes 2 and 5 as solved nodes and tentative values for 4, 6 and 7 [18,5],[16,5] and [22,6] which is an optimum. See p417 for package output

6/10/01Network Problems: DJK6

6/10/01Network Problems: DJK7

6/10/01Network Problems: DJK8

6/10/01Network Problems: DJK9 Minimum Spanning Tree Start at any node Find the closest node Connect them Repeat, using either node Continue until all nodes are connected Useful for network layout

6/10/01Network Problems: DJK10

6/10/01Network Problems: DJK11 Maximum Flow Useful for message transmission, detours, etc. Stepwise procedure described on page 422 Basis for calculation is bi-directional flow information between two nodes [N1] [N2] changed to [N1] [N2]

6/10/01Network Problems: DJK12 Algorithm Find a path from source to destination with positive flow capacities for all arcs Increase flow on that path as much as you can Repeat first two until no paths exist which have positive flows in desired direction Keep track of paths and flows

6/10/01Network Problems: DJK13 Project Management There are two basic network methods for managing a complex project, CPM and PERT CPM, Critical Path Method, is based on a single time estimate for each activity PERT, Project Evaluation Reporting Technique, uses 3 estimates-optimistic, realistic and pessimistic

6/10/01Network Problems: DJK14 Functions Both methods will develop the “critical path”, the sequence of activities which will delay the entire project if they are delayed We need predecessor activities for each CPM is basically easier to do, so we will concentrate on it “Crash costing” considers ways to reduce completion time by applying money

6/10/01Network Problems: DJK15 Critical Path To find the critical path, we need to do a forward pass and a backward pass through the network Of course, that means we need to draw the network first Having drawn the network, the forward pass will develop ES and EF times for each activity

6/10/01Network Problems: DJK16 Forward Pass If t is the duration of a task, and ES is the earliest start, EF the earliest finish ES= maximum of EF’s for all predecessors EF=ES+t ES for any starting activity will be zero

6/10/01Network Problems: DJK17 Backward Pass Using similar notation (LF and LS are latest finish and start times) with LF for the last activity or activities being the final completion time (the EF for those activities) LS = LF-t The LF’s for any predecessors will be the LS for the successor

6/10/01Network Problems: DJK18 Critical Path Calculate “slack” for each activity. Either LS-ES or LF-EF Any activity with zero slack is on the critical path

6/10/01Network Problems: DJK19 Crash Costing Crash costing: shorten the critical path by using money to shorten times of activities on the critical path Watch outs –Not all can be reduced –Cost of reduction varies –As one path is reduced, another may become critical

6/10/01Network Problems: DJK20 Manpower Smoothing Use activities with slack time to balance out the need for critical skills